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Analysis and Design of Water Distribution Network Using EPANET: A Case Study of HSTU Campus of Dinajpur, Bangladesh

Published in Hydrology (Volume 9, Issue 2)
Received: 14 April 2021    Accepted: 3 May 2021    Published: 14 May 2021
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Abstract

This paper represents the analysis and design of the Water Distribution Network (WDN) system using EPANET for Hajee Mohammad Danesh Science and Technology University (HSTU), Dinajpur, Bangladesh. Supply of water is essentially required for academic, administrative, student hostel and residential buildings according to their occupancies. Water supply system with sufficient pressure head and technical sustainability is nowadays a challenging task for the researcher, respected authority and government tackling the crisis in provided safe water due to the rapid increase in population. EPANET is a public domain software developed by the US Environmental Protection Agency (EPA) which is used widely to design and analysis of water supply network system with reference to technical sustainability. HSTU is a renowned public university located at northern part of Bangladesh having 89 acres campus area and population around Ten Thousand (2020) including teachers, students and staffs. Present Water Distribution System in HSTU campus has been found inadequate to cover the total campus and most the building has individual suction pump. In recent future such types of water distribution network system in HSTU may or may not be suitable. Hence, this study is all about the analysis and design of a new water distribution network and provide conclusion about the suitability of the network for recent future. Various public demands, quantities of inflows and out flows of the over-head reservoir are taken into consideration during the analysis. Study materials are to be used for this study include HSTU campus plan, network parameters such as block wise population, and water demand, elevations, pipe length and EPANET software. An extended period simulation of water distribution network system is carried out during the analysis using EPANET. This study is carried to provide the knowledge about various demands, pressure head, pipe flow and diameter, head losses and a new network of supply will make aware of the new demands. Water distribution network system design using EPANET will provide an overall improvement over the existing network and evaluate the supply network for future.

Published in Hydrology (Volume 9, Issue 2)
DOI 10.11648/j.hyd.20210902.12
Page(s) 36-47
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

EPANET, Water Distribution Network, Population, Water Demand, Hydraulic Simulation

References
[1] Martinez, F., Conejos, P., & Vercher, J. (1999). Developing an integrated model for water distribution systems considering both distributed leakage and pressure-dependent demands. In WRPMD'99: Preparing for the 21st Century (pp. 1-14).
[2] Arunkumar, M., & Mariappan, V. N. (2011). Water demand analysis of municipal water supply using epanet software. International Journal on Applied Bioengineering, 5 (1), 9-19.
[3] Hurlimann, A., Dolnicar, S., & Meyer, P. (2009). Understanding behaviour to inform water supply management in developed nations–a review of literature, conceptual model and research agenda. Journal of environmental management, 91 (1), 47-56.
[4] Gleick, P. H. (1993). Water in crisis. Pacific Institute for Studies in Dev., Environment & Security. Stockholm Env. Institute, Oxford Univ. Press. 473p, 9, 1051-0761.
[5] Hunter, P. R., MacDonald, A. M., & Carter, R. C. (2010). Water supply and health. PLoS medicine, 7 (11), e1000361.
[6] Lafe, O. (2013). Abulecentrism: Rapid Development of Society Catalyzed at the Local Community Level. Springer Science & Business Media.
[7] Anisha, G., Kumar, A., Kumar, J. A., & Raju, P. S. (2016). Analysis and design of water distribution network using EPANET for Chirala Municipality in Prakasam District of Andhra Pradesh. International Journal of Engineering and Applied Sciences, 3 (4), 2394-3661.
[8] Miner, G. (2007). Drinking water distribution systems: Assessing and reducing risks. American Water Works Association. Journal, 99 (12), 120.
[9] Atiquzzaman, M. D. (2004). Water distribution network modeling: Hydroinformatics approach.
[10] World Health Organization. (2014). Water safety in distribution systems. World Health Organization.
[11] Masum, M. H., Ahmed, N., & Pal, S. K. (2020). Water Distribution System Modeling By Using Epanet 2.0, A Case Study Of Cuet. Proceedings of the 5th International Conference on Civil Engineering for Sustainable Development, KUET, Khulna, Bangladesh.
[12] Sayyed, M. A., Gupta, R., & Tanyimboh, T. T. (2014). Modelling pressure deficient water distribution networks in EPANET. Procedia Engineering, 89, 626-631.
[13] Dighade, R. R., Kadu, M., & Pande, A. M. (2014). Challenges in water loss management of water distribution systems in developing countries. International Journal of Innovative Research in Science, Engineering and Technology, 3 (6), 13838-13846.
[14] Henshaw, T., & Nwaogazie, I. L. (2015). Improving water distribution network performance: A comparative analysis. PENCIL Pub. Phys. Sci. Eng, 1 (2), 21-33.
[15] Adeniran, A. E., & Oyelowo, M. A. (2013). An EPANET analysis of water distribution network of the University of Lagos, Nigeria. Journal of Engineering Research, 18 (2), 69-83.
[16] Rossman, L. A. (1994). EPANET user manuals.
[17] Ramana, G. V., Sudheer, C. V., & Rajasekhar, B. (2015). Network analysis of water distribution system in rural areas using EPANET. Procedia Engineering, 119, 496-505.
[18] BNBC (2020). Bangladesh National Building Code user manual, Vol-3.
[19] Mehta, D., Waikhom, S., Yadav, V., & Lakhani, K. (2016). Simulation of hydraulic parameters in water distribution network using EPANET: a case study of surat city. 20th International Conference on Hydraulics, Water Resources and River Engineering, IIT Roorkee, India.
[20] Sathyanathan, R., Hasan, M., & Deeptha, V. T. (2016). Water Distribution Network Design for SRM University using EPANET. Asian Journal of Applied Sciences, 4 (3).
[21] Muranho, J., Ferreira, A., Sousa, J., Gomes, A., & Marques, A. S. (2014). Technical performance evaluation of water distribution networks based on EPANET. Procedia Engineering, 70, 1201-1210.
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    Md Belal Hossain, Nirmal Chandra Roy, Papon Chandra Biswas, Md Nur Azad, Estiak Yusuf. (2021). Analysis and Design of Water Distribution Network Using EPANET: A Case Study of HSTU Campus of Dinajpur, Bangladesh. Hydrology, 9(2), 36-47. https://doi.org/10.11648/j.hyd.20210902.12

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    ACS Style

    Md Belal Hossain; Nirmal Chandra Roy; Papon Chandra Biswas; Md Nur Azad; Estiak Yusuf. Analysis and Design of Water Distribution Network Using EPANET: A Case Study of HSTU Campus of Dinajpur, Bangladesh. Hydrology. 2021, 9(2), 36-47. doi: 10.11648/j.hyd.20210902.12

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    AMA Style

    Md Belal Hossain, Nirmal Chandra Roy, Papon Chandra Biswas, Md Nur Azad, Estiak Yusuf. Analysis and Design of Water Distribution Network Using EPANET: A Case Study of HSTU Campus of Dinajpur, Bangladesh. Hydrology. 2021;9(2):36-47. doi: 10.11648/j.hyd.20210902.12

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  • @article{10.11648/j.hyd.20210902.12,
      author = {Md Belal Hossain and Nirmal Chandra Roy and Papon Chandra Biswas and Md Nur Azad and Estiak Yusuf},
      title = {Analysis and Design of Water Distribution Network Using EPANET: A Case Study of HSTU Campus of Dinajpur, Bangladesh},
      journal = {Hydrology},
      volume = {9},
      number = {2},
      pages = {36-47},
      doi = {10.11648/j.hyd.20210902.12},
      url = {https://doi.org/10.11648/j.hyd.20210902.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.hyd.20210902.12},
      abstract = {This paper represents the analysis and design of the Water Distribution Network (WDN) system using EPANET for Hajee Mohammad Danesh Science and Technology University (HSTU), Dinajpur, Bangladesh. Supply of water is essentially required for academic, administrative, student hostel and residential buildings according to their occupancies. Water supply system with sufficient pressure head and technical sustainability is nowadays a challenging task for the researcher, respected authority and government tackling the crisis in provided safe water due to the rapid increase in population. EPANET is a public domain software developed by the US Environmental Protection Agency (EPA) which is used widely to design and analysis of water supply network system with reference to technical sustainability. HSTU is a renowned public university located at northern part of Bangladesh having 89 acres campus area and population around Ten Thousand (2020) including teachers, students and staffs. Present Water Distribution System in HSTU campus has been found inadequate to cover the total campus and most the building has individual suction pump. In recent future such types of water distribution network system in HSTU may or may not be suitable. Hence, this study is all about the analysis and design of a new water distribution network and provide conclusion about the suitability of the network for recent future. Various public demands, quantities of inflows and out flows of the over-head reservoir are taken into consideration during the analysis. Study materials are to be used for this study include HSTU campus plan, network parameters such as block wise population, and water demand, elevations, pipe length and EPANET software. An extended period simulation of water distribution network system is carried out during the analysis using EPANET. This study is carried to provide the knowledge about various demands, pressure head, pipe flow and diameter, head losses and a new network of supply will make aware of the new demands. Water distribution network system design using EPANET will provide an overall improvement over the existing network and evaluate the supply network for future.},
     year = {2021}
    }
    

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  • TY  - JOUR
    T1  - Analysis and Design of Water Distribution Network Using EPANET: A Case Study of HSTU Campus of Dinajpur, Bangladesh
    AU  - Md Belal Hossain
    AU  - Nirmal Chandra Roy
    AU  - Papon Chandra Biswas
    AU  - Md Nur Azad
    AU  - Estiak Yusuf
    Y1  - 2021/05/14
    PY  - 2021
    N1  - https://doi.org/10.11648/j.hyd.20210902.12
    DO  - 10.11648/j.hyd.20210902.12
    T2  - Hydrology
    JF  - Hydrology
    JO  - Hydrology
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    EP  - 47
    PB  - Science Publishing Group
    SN  - 2330-7617
    UR  - https://doi.org/10.11648/j.hyd.20210902.12
    AB  - This paper represents the analysis and design of the Water Distribution Network (WDN) system using EPANET for Hajee Mohammad Danesh Science and Technology University (HSTU), Dinajpur, Bangladesh. Supply of water is essentially required for academic, administrative, student hostel and residential buildings according to their occupancies. Water supply system with sufficient pressure head and technical sustainability is nowadays a challenging task for the researcher, respected authority and government tackling the crisis in provided safe water due to the rapid increase in population. EPANET is a public domain software developed by the US Environmental Protection Agency (EPA) which is used widely to design and analysis of water supply network system with reference to technical sustainability. HSTU is a renowned public university located at northern part of Bangladesh having 89 acres campus area and population around Ten Thousand (2020) including teachers, students and staffs. Present Water Distribution System in HSTU campus has been found inadequate to cover the total campus and most the building has individual suction pump. In recent future such types of water distribution network system in HSTU may or may not be suitable. Hence, this study is all about the analysis and design of a new water distribution network and provide conclusion about the suitability of the network for recent future. Various public demands, quantities of inflows and out flows of the over-head reservoir are taken into consideration during the analysis. Study materials are to be used for this study include HSTU campus plan, network parameters such as block wise population, and water demand, elevations, pipe length and EPANET software. An extended period simulation of water distribution network system is carried out during the analysis using EPANET. This study is carried to provide the knowledge about various demands, pressure head, pipe flow and diameter, head losses and a new network of supply will make aware of the new demands. Water distribution network system design using EPANET will provide an overall improvement over the existing network and evaluate the supply network for future.
    VL  - 9
    IS  - 2
    ER  - 

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Author Information
  • Department of Civil Engineering, Hajee Mohammad Danesh Science and Technology University, Dinajpur, Bangladesh

  • Department of Civil Engineering, Hajee Mohammad Danesh Science and Technology University, Dinajpur, Bangladesh

  • Department of Civil Engineering, Hajee Mohammad Danesh Science and Technology University, Dinajpur, Bangladesh

  • Department of Civil Engineering, Hajee Mohammad Danesh Science and Technology University, Dinajpur, Bangladesh

  • Department of Civil Engineering, Hajee Mohammad Danesh Science and Technology University, Dinajpur, Bangladesh

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